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Electric accelerated concrete corrosion test device and method for simulating two-way tension and compression

A test device and a technology of concrete specimens, which are applied in the field of simulation tests, can solve problems such as the inability to study electric acceleration of hydraulic concrete dissolution, and achieve the effect of preventing the intercommunication and leakage of the positive and negative poles, with significant advantages and small space occupation

Active Publication Date: 2020-04-21
HOHAI UNIV
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Problems solved by technology

[0004] The present invention provides a device and method for simulating two-way tensile and compressive action of electric accelerated concrete corrosion test, the device and method can test the influence of electric accelerated corrosion on the performance of hydraulic concrete under the action of long-term constant two-way tensile and compressive stress, which solves the existing problems In technology, it is impossible to study the dissolution of electrically accelerated hydraulic concrete under the action of continuous two-way tension and pressure

Method used

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  • Electric accelerated concrete corrosion test device and method for simulating two-way tension and compression
  • Electric accelerated concrete corrosion test device and method for simulating two-way tension and compression
  • Electric accelerated concrete corrosion test device and method for simulating two-way tension and compression

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Embodiment Construction

[0040] The present invention is described in further detail now in conjunction with accompanying drawing. These drawings are all simplified schematic diagrams, which only illustrate the basic structure of the present invention in a schematic manner, so they only show the configurations related to the present invention.

[0041] Such as Figure 1-Figure 3 As shown, the present invention includes the following technical features: 1 is a concrete test piece, 2 is a rectifier, 3 is an anode electric plate, 4 is a cathode electric plate, 5 is a water-stop rubber at the top of an electrolysis chamber, 6 is a tensile steel plate, and 7 is an electrolytic Chamber top cover, 8 is water inlet sealing rubber cover, 9 is high stiffness spring, 10 is hollow screw, 11 is strain gauge, 12 is vertical nut, 13 is I-beam reaction force frame, 14 is reaction force frame plus Rib, 15 is the strain collection box, 16 is the fixing bolt of the triangular steel plate, 17 is pure water, 18 is the bo...

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Abstract

The invention relates to a test apparatus for simulating the electric accelerated corrosion of concrete under the action of a bidirectional tension and compression force, and a method thereof. The test apparatus comprises an electrolysis chamber fixed on a reaction frame operating platform, and further comprises a multi-group stress applying device for loading tension and compression stress to multiple surfaces of a concrete test piece. The apparatus and the method can test the influences of electric accelerated corrosion on the performances of hydraulic concrete under the action of the long-term constant bidirectional tension and compression force, and solve a problem that the electric accelerated corrosion condition of the hydraulic concrete cannot studied under the action of the continuous bidirectional tension and compression force in the prior art.

Description

technical field [0001] The invention relates to an electrically accelerated concrete corrosion test device and method for simulating two-way tension and pressure action, and belongs to the technical field of simulation tests. Background technique [0002] Hydraulic concrete structures such as high-gravity dams, arch dams, and face dams have been subjected to water pressure, temperature stress, and wave impact for a long time, and are generally in a three-dimensional stress state, with some areas under compression and some under tension. The structural stress state is complex and the stress level is different; for example, the high concrete face rockfill dam, the middle face of the valley is generally under compression, and the two sides of the valley are generally under tension. The same face is subjected to temperature stress at different elevations due to the change of reservoir water temperature with the elevation , so that part of the structure is under tension and part ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G01N3/56G01N17/02
CPCG01N3/567G01N17/02G01N2203/0017G01N2203/0019G01N2203/0035
Inventor 张开来沈振中谈家诚毕佳蕾彭亚敏田振宇韩逸凡封康辉姚皓铮
Owner HOHAI UNIV
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